EP3034702B1 - Method and device for erecting a foundation and foundation - Google Patents

Method and device for erecting a foundation and foundation Download PDF

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Publication number
EP3034702B1
EP3034702B1 EP14198520.0A EP14198520A EP3034702B1 EP 3034702 B1 EP3034702 B1 EP 3034702B1 EP 14198520 A EP14198520 A EP 14198520A EP 3034702 B1 EP3034702 B1 EP 3034702B1
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EP
European Patent Office
Prior art keywords
foundation
soil
foundation pipe
pipe
drilling
Prior art date
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Active
Application number
EP14198520.0A
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German (de)
French (fr)
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EP3034702A1 (en
Inventor
Paul Scheller
Christoph Schröppel
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Bauer Spezialtiefbau GmbH
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Bauer Spezialtiefbau GmbH
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Bauer Spezialtiefbau GmbH filed Critical Bauer Spezialtiefbau GmbH
Priority to DK14198520.0T priority Critical patent/DK3034702T3/en
Priority to EP14198520.0A priority patent/EP3034702B1/en
Priority to US15/510,934 priority patent/US20170275843A1/en
Priority to PCT/EP2015/074801 priority patent/WO2016096208A1/en
Priority to AU2015365890A priority patent/AU2015365890A1/en
Priority to KR1020177015518A priority patent/KR102511528B1/en
Publication of EP3034702A1 publication Critical patent/EP3034702A1/en
Application granted granted Critical
Publication of EP3034702B1 publication Critical patent/EP3034702B1/en
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Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D7/00—Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
    • E02D7/28—Placing of hollow pipes or mould pipes by means arranged inside the piles or pipes
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/32—Foundations for special purposes
    • E02D27/42—Foundations for poles, masts or chimneys
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/32—Foundations for special purposes
    • E02D27/52—Submerged foundations, i.e. submerged in open water
    • E02D27/525—Submerged foundations, i.e. submerged in open water using elements penetrating the underwater ground
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22—Piles
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D7/00—Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D7/00—Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
    • E02D7/02—Placing by driving
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2250/00—Production methods
    • E02D2250/0061—Production methods for working underwater
    • E02D2250/0076—Drilling
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/32—Foundations for special purposes
    • E02D27/42—Foundations for poles, masts or chimneys
    • E02D27/425—Foundations for poles, masts or chimneys specially adapted for wind motors masts
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00—Energy generation through renewable energy sources
    • Y02E10/70—Wind energy
    • Y02E10/72—Wind turbines with rotation axis in wind direction

Definitions

  • the invention relates to a method for creating a foundation, in which a foundation pipe is driven into a ground, according to the preamble of claim 1.
  • the invention relates to a foundation with a foundation pipe which is rammed into a floor, according to the preamble of claim 11.
  • the invention relates to a device for establishing a foundation with a foundation pipe in the ground, with a working platform with a piling device for driving the foundation pipe into the ground, according to the preamble of claim 12.
  • a generic state of the art for introducing a foundation pipe in a seabed goes out of the DE 10 2011 111 036 A1 out.
  • a foundation pipe with a diameter of several meters is driven from a floating pontoon with a piling device into a seabed.
  • a piling device As a piling device, the use of a vibrator is proposed.
  • the drilling tool has a bore diameter which corresponds approximately to the diameter of the foundation pipe to be introduced.
  • Drilling devices and drilling tools for creating a hole with a bore diameter of several meters which can be up to 7 m and more in founding tubes of wind turbines are very large, heavy and therefore expensive. Such large and heavy equipment can only be moved and adjusted with a correspondingly large handling device, especially cranes become. In addition, when drilling large bore diameter under water a significant clouding and thus environmental pollution of the surrounding water by cuttings forms.
  • From the CH 622 305 A5 is a method for low-noise introduction of steel piles in the ground out.
  • the floor area, in which a steel girder is rammed, is loosened in advance through a hole.
  • the diameter of the hole also corresponds approximately to the cross-sectional size of the procurrammenden steel pile.
  • the invention has for its object to provide a method and apparatus for creating a foundation and a foundation, wherein a foundation pipe can be introduced into the soil efficiently and with high load capacity and stability even with large pipe diameters.
  • the inventive method is characterized in that prior to ramming by means of a drilling tool, the bore diameter is substantially smaller than a diameter of the foundation tube, at least one hole in the ground in the peripheral region of the foundation pipe to be introduced is created, and that during drilling eroded soil material substantially in the Bore remains.
  • a basic idea of the method according to the invention is to loosen it up by drilling ahead as it rams a foundation pipe into the ground.
  • the loosening does not take place over the entire cross section of the foundation pipe to be introduced, but only in the region of a peripheral wall of the foundation pipe.
  • the drilling can thus be created with conventional and therefore inexpensive drilling devices and drilling tools.
  • the holes with a relatively small bore diameter of preferably less than 2 m, preferably between 20 cm and 80 cm are created. Such holes can be made low noise and efficient.
  • a plurality of bores to be created which are arranged in the bottom in a ring shape along the circumferential region of the foundation pipe to be introduced.
  • the holes are introduced evenly spaced along the circumference of the foundation tube.
  • the foundation tube preferably has a diameter of 2 m to 10 m or more.
  • the bores can be made by conventional rotary drilling methods, in particular with a drilling auger, and preferably have boring diameters between 0.2 m and 2 m.
  • a particularly good loosening is achieved by a method variant of the invention, characterized in that the bores are arranged touching or overlapping.
  • the entire area along the foundation pipe is loosened by drilling.
  • the foundation pipe can thus be driven into the ground area with relatively little force.
  • adjacent holes are created with a distance from each other, with a ground segment remaining between the adjacent holes.
  • increased wall friction between the floor segment and the unchanged adjacent floor and the wall of the foundation pipe can be achieved.
  • the distance between the holes to each other and thus the extension of the ground segments in the circumferential direction of the foundation pipe can be selected and adjusted depending on the strength of the soil.
  • the method according to the invention be that at least one hole is sunk to a drilling depth which is less than or equal to the Einrammtiefe the foundation pipe.
  • the one or more holes can be sunk approximately only half of the intended Einrammtiefe the foundation pipe.
  • the foundation pipe can be brought into the ground with reduced forces in the first half, which promotes good guidance and adjustment of the foundation pipe.
  • the foundation pipe is then introduced into the unchanged pending ground, so that in this half increased friction forces and thus increased load capacity result.
  • the foundation pipe is driven into the ground by means of a piling device, which is designed as a hammering pile driver or an oscillating vibrator. It can be applied as impact pulses with a beating hammer, in particular a diesel hammer, large ramming forces.
  • a lower-noise introduction variant is to drive the foundation tube into the ground with an oscillating vibrator, in particular a vibratory bear with rotating imbalances. Ramming within the meaning of the invention is thus a method in which substantially without ablation of soil material, the foundation pipe is driven by force application in the ground.
  • the procedure is basically feasible on land.
  • a particularly advantageous variant of the method according to the invention is that the foundation pipe is driven into the bottom of a body of water to form an underwater foundation.
  • the method is particularly advantageous for the establishment of offshore wind turbines with foundation pipes with diameters of several meters.
  • the foundations can be formed not only in a seabed but also on a lake bottom or in a river bottom.
  • the drilling tool is rotationally driven by a drilling device which is adjustable along the circumference of the curvature tube to be introduced on a working platform.
  • the work platform can be in particular a pontoon or a so-called template, which can be lowered onto the riverbed and adjusted thereon.
  • the Drilling device When forming the working platform as a floating pontoon, the Drilling device to be a conventional drill on a traveling undercarriage. The drilling device is thus automatically moved and can be moved to different drilling positions at different points of the work platform.
  • the drilling tool can also be driven by a so-called flying drilling device, which is moved by means of a cable suspension and a crane to the individual drilling positions and fastened and adjusted there to corresponding brackets.
  • a drilling device is also suitable for underwater drilling.
  • the drilling device can be mounted on an adjusting device along the circumference of the foundation tube on the work platform, so that the drilling device can be moved for example by a servomotor along a guideway.
  • a preferred embodiment of the invention is that the working platform floats on the surface of the water or is lowered to the bottom of the water.
  • the work platform can be both buoyant and lowerable.
  • annular drilling guide is provided on the working platform, which has guide means for the drilling tool according to the positions of the bores to be introduced.
  • the annular drilling guide is a drilling jig having a plurality of guide means for axially guiding the drilling tool at the desired positions.
  • the guide means may in particular be guide sleeves whose inner diameter is dimensioned to match the outer diameters of the drilling tools.
  • two drill guides are provided on the work platform, namely a first upper drill guide and a second lower drill guide.
  • the lower drill guide can preferably be lowered from the work platform, in particular until it rests on the bottom of the water. With this drill guide can be done a particularly accurate sinking of the individual holes.
  • the holes are arranged annularly so that the wall of the foundation tube passes approximately centrally through the annularly arranged holes with the loosened soil material.
  • the foundation according to the invention is characterized in that in the bottom in the peripheral region of the foundation tube prior to ramming at least one bore is introduced, the bore diameter is substantially smaller than a diameter of the foundation tube, and that the at least one bore is filled with soil material, which is obtained when creating the bore.
  • the bore diameter is larger than the wall of the foundation pipe and is usually between 5% to 30% of the diameter of the foundation pipe to be introduced.
  • the device for establishing a foundation is characterized in that a drilling device with a drilling tool is provided on the working platform, whose bore diameter is substantially smaller than a diameter of the foundation pipe to be introduced and that the drilling device is adjustable along the peripheral region of the foundation pipe to be excavated.
  • a preferred embodiment of the invention results from the fact that the working platform for forming an underwater foundation is designed to be floating and / or lowerable.
  • the device can thus be used in particular for maritime purposes, in particular for creating a foundation for offshore wind farms or other offshore applications.
  • FIG. 1 the creation of a foundation in a bottom 3 of a body of water 4 is shown.
  • a device 10 according to the invention with a buoyant working platform 12 is first positioned at the desired position on a surface 6 of the body of water 4. Subsequently, four supports 18 are lowered on the working platform 12 in a basically known manner, wherein the supports 18 are anchored in the bottom 3 of the body of water 4. The work platform 12 can then be raised.
  • the device 10 is used for introducing a foundation pipe 1, which serves in particular as a foundation for an off-shore wind turbine.
  • Such foundation pipes 1 have a diameter of several meters, in particular between 5 to 10 meters.
  • the bottom 3 is loosened annularly in the region of the wall of the foundation pipe 1 by rotating bores 5 introduced.
  • the holes 5 are created by means of a drilling device 20 through which a preferably designed as a drilling screw drilling tool 22 is introduced at the desired positions in the bottom 3.
  • the drilling device 20 is a conventional mobile drill with a movable undercarriage and an adjustable, in particular rotatably mounted superstructure with mast, along which a drill drive for the rotational driving of the drilling tool 22 is mounted vertically adjustable.
  • the drilling device 20 can be moved along a flat work surface 13 on the work platform 12 to desired working positions.
  • a further movable accessory 40 is shown on the flat work surface 13. This can be used to handle the foundation tube 1 or the drilling tool 22.
  • a further drill can be provided, so that in principle the drilling could be performed twice as fast.
  • an upper drill guide 14 for guiding the drilling tool 22 is arranged in the upper region.
  • the drilling guides 14, 15 are preferably designed as annular drilling templates.
  • the only schematically indicated ramming device 30 may be arranged for driving the foundation pipe 1.
  • a lower drilling guide 15 is arranged with tubular guide means 16.
  • the annular lower bore guide 15 can be lowered by means of hoisting ropes 17 from the working platform 12 to the bottom of the water body 4.
  • the piling device 30 may also be arranged on a separate second working platform.
  • the first working platform 12 is removed with the drilling device 20 after creating the holes 5 and replaced by the second working platform with the foundation pipe 1 and the piling device 30. After appropriate positioning the foundation tube 1 is then driven in the area of the holes 5 in the bottom 3.
  • a plurality of bores 5 can be provided annularly along a circumference of the foundation pipe 1 to be excavated for loosening the bottom 3.
  • the annular arrangement of the holes 5 is shown schematically in FIG FIG. 2 shown. According to the embodiment shown eight holes 5 are drilled in the bottom.
  • the bores 5 are arranged annularly along the circumference of the foundation pipe 1 to be introduced, so that a wall of the foundation pipe 1 passes through the bores 5 approximately in the center.
  • the holes 5 are created so that the removed during drilling soil material remains essentially in the bore 5. Especially with hard soil is achieved by the holes 5 a noticeable loosening of the bottom 3. This allows subsequently to drive in or ground the foundation pipe 1 with lower forces into the ground 3.
  • the bores 5 can be produced touching or overlapping in an annular arrangement.
  • the bores 5 are spaced apart from each other, wherein a bottom segment 7 remains with loosened soil material between the holes 5 with loosened soil material.

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  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Foundations (AREA)
  • Earth Drilling (AREA)

Description

Die Erfindung betrifft ein Verfahren zum Erstellen einer Gründung, bei dem ein Gründungsrohr in einen Boden eingerammt wird, gemäß dem Oberbegriff des Anspruchs 1.The invention relates to a method for creating a foundation, in which a foundation pipe is driven into a ground, according to the preamble of claim 1.

Des Weiteren betrifft die Erfindung eine Gründung mit einem Gründungsrohr, welches in einen Boden eingerammt ist, gemäß dem Oberbegriff des Anspruchs 11.Furthermore, the invention relates to a foundation with a foundation pipe which is rammed into a floor, according to the preamble of claim 11.

Des Weiteren betrifft die Erfindung eine Vorrichtung zum Erstellen einer Gründung mit einem Gründungrohr im Boden, mit einer Arbeitsplattform mit einer Rammvorrichtung zum Einrammen des Gründungsrohres in den Boden, gemäß dem Oberbegriff des Anspruchs 12.Furthermore, the invention relates to a device for establishing a foundation with a foundation pipe in the ground, with a working platform with a piling device for driving the foundation pipe into the ground, according to the preamble of claim 12.

Ein gattungsgemäßer Stand der Technik zum Einbringen eines Gründungsrohres in einen Meeresboden geht aus der DE 10 2011 111 036 A1 hervor. Zur Gründung einer Offshore-Windenergieanlage wird ein Gründungsrohr mit einem Durchmesser von mehreren Metern von einem schwimmenden Ponton aus mit einer Rammvorrichtung in einen Meeresgrund eingetrieben. Als Rammvorrichtung wird die Verwendung eines Rüttlers vorgeschlagen. Um die aufzubringenden Kräfte und die Lärmentwicklung zu vermindern, wird in dieser Druckschrift gelehrt, durch die Rammvorrichtung hindurch ein Bohrwerkzeug an einer Bohrstange zu führen, um den Boden zu lockern. Das Bohrwerkzeug hat dabei einen Bohrdurchmesser, welcher etwa dem Durchmesser des einzubringenden Gründungsrohres entspricht.A generic state of the art for introducing a foundation pipe in a seabed goes out of the DE 10 2011 111 036 A1 out. To establish an offshore wind energy plant, a foundation pipe with a diameter of several meters is driven from a floating pontoon with a piling device into a seabed. As a piling device, the use of a vibrator is proposed. In order to reduce the applied forces and the noise, is taught in this document to pass through the piling device through a drilling tool on a drill rod to loosen the ground. The drilling tool has a bore diameter which corresponds approximately to the diameter of the foundation pipe to be introduced.

Bohrvorrichtungen und Bohrwerkzeuge zum Erstellen einer Bohrung mit einem Bohrdurchmesser von mehreren Metern, welche bei Gründungsrohren von Windkraftanlagen bis zu 7 m und mehr betragen können, sind sehr groß, schwer und damit kostenaufwändig. Derartig große und schwere Anlagen können nur mit entsprechend großem Handhabungsgerät, insbesondere Kränen, bewegt und eingestellt werden. Zudem bildet sich beim Bohren großer Bohrdurchmesser unter Wasser eine erhebliche Eintrübung und damit Umweltbelastung des umgebenden Wassers durch Bohrklein aus.Drilling devices and drilling tools for creating a hole with a bore diameter of several meters, which can be up to 7 m and more in founding tubes of wind turbines are very large, heavy and therefore expensive. Such large and heavy equipment can only be moved and adjusted with a correspondingly large handling device, especially cranes become. In addition, when drilling large bore diameter under water a significant clouding and thus environmental pollution of the surrounding water by cuttings forms.

Aus der CH 622 305 A5 geht ein Verfahren zum lärmarmen Einbringen von Stahlpfählen in den Boden hervor. Dabei wird der Bodenbereich, in welchen ein Stahlträger eingerammt wird, vorab durch eine Bohrung aufgelockert. Der Durchmesser der Bohrung entspricht ebenfalls etwa der Querschnittsgröße des einzurammenden Stahlpfahles.From the CH 622 305 A5 is a method for low-noise introduction of steel piles in the ground out. The floor area, in which a steel girder is rammed, is loosened in advance through a hole. The diameter of the hole also corresponds approximately to the cross-sectional size of the einzurammenden steel pile.

Der Erfindung liegt die Aufgabe zugrunde, ein Verfahren und eine Vorrichtung zum Erstellen einer Gründung sowie eine Gründung anzugeben, wobei ein Gründungsrohr auch mit großen Rohrdurchmessern effizient sowie mit hoher Trag- und Standfestigkeit in den Boden einbringbar ist.The invention has for its object to provide a method and apparatus for creating a foundation and a foundation, wherein a foundation pipe can be introduced into the soil efficiently and with high load capacity and stability even with large pipe diameters.

Die Erfindung wird durch ein Verfahren mit den Merkmalen des Anspruchs 1, eine Gründung mit den Merkmalen des Anspruchs 11 beziehungsweise einer Vorrichtung mit den Merkmalen des Anspruchs 12 gelöst. Bevorzugte Ausführungsformen der Erfindung sind in den jeweils abhängigen Ansprüchen angegeben.The invention is achieved by a method having the features of claim 1, a foundation having the features of claim 11 or a device having the features of claim 12. Preferred embodiments of the invention are specified in the respective dependent claims.

Das erfindungsgemäße Verfahren ist dadurch gekennzeichnet, dass vor dem Einrammen mittels eines Bohrwerkzeuges, dessen Bohrdurchmesser wesentlich kleiner als ein Durchmesser des Gründungsrohres ist, mindestens eine Bohrung in den Boden im Umfangsbereich des einzubringenden Gründungsrohres erstellt wird, und dass beim Bohren abgetragenes Bodenmaterial im Wesentlichen in der Bohrung verbleibt.The inventive method is characterized in that prior to ramming by means of a drilling tool, the bore diameter is substantially smaller than a diameter of the foundation tube, at least one hole in the ground in the peripheral region of the foundation pipe to be introduced is created, and that during drilling eroded soil material substantially in the Bore remains.

Eine Grundidee des erfindungsgemäßen Verfahrens besteht darin, beim Einrammen eines Gründungsrohres in den Boden diesen durch vorausgehendes Bohren aufzulockern. Allerdings erfolgt die Auflockerung nicht über den gesamten Querschnitt des einzubringenden Gründungsrohres, sondern lediglich im Bereich einer Umfangswand des Gründungsrohres. Das Erstellen der Bohrungen kann so mit herkömmlichen und damit kostengünstigen Bohrvorrichtungen und Bohrwerkzeugen erstellt werden. Zudem können die Bohrungen mit einem relativ kleinen Bohrdurchmesser von vorzugsweise unter 2 m, vorzugsweise zwischen 20 cm und 80 cm erstellt werden. Derartige Bohrungen können lärmarm sowie effizient hergestellt werden.A basic idea of the method according to the invention is to loosen it up by drilling ahead as it rams a foundation pipe into the ground. However, the loosening does not take place over the entire cross section of the foundation pipe to be introduced, but only in the region of a peripheral wall of the foundation pipe. The drilling can thus be created with conventional and therefore inexpensive drilling devices and drilling tools. In addition, the holes with a relatively small bore diameter of preferably less than 2 m, preferably between 20 cm and 80 cm are created. Such holes can be made low noise and efficient.

Zudem ergibt sich bei dem erfindungsgemäßen Verfahren ein weiterer Vorteil dadurch, dass innerhalb des Gründungsrohres kaum aufgelockertes Bodenmaterial anfällt und verbleibt. Dies wirkt sich positiv auf die Trag- und Standfestigkeit des Gründungsrohres im Boden aus. Insgesamt muss weniger Bodenmaterial aufgebohrt und abgetragen werden. Dies ist sowohl energiesparend als auch umweltschonend.In addition, in the method according to the invention, a further advantage results from the fact that hardly any loosened soil material is obtained and remains within the foundation pipe. This has a positive effect on the bearing and stability of the foundation pipe in the soil. Overall, less soil needs to be drilled and removed. This is both energy-saving and environmentally friendly.

Gemäß einer Weiterbildung des erfindungsgemäßen Verfahrens ist vorgesehen, dass mehrere Bohrungen erstellt werden, welche in den Boden ringförmig entlang des Umfangbereiches des einzubringenden Gründungsrohres angeordnet werden. Insbesondere werden die Bohrungen gleichmäßig beabstandet entlang des Umfangs des Gründungsrohres eingebracht. Das Gründungsrohr weist dabei vorzugsweise einen Durchmesser von 2 m bis 10 m oder mehr auf. Die Bohrungen können durch herkömmliche Drehbohrverfahren, insbesondere mit einer Bohrschnecke erstellt werden, und weisen vorzugsweise Bohrdurchmesser zwischen 0,2 m und 2 m auf.According to a development of the method according to the invention, provision is made for a plurality of bores to be created, which are arranged in the bottom in a ring shape along the circumferential region of the foundation pipe to be introduced. In particular, the holes are introduced evenly spaced along the circumference of the foundation tube. The foundation tube preferably has a diameter of 2 m to 10 m or more. The bores can be made by conventional rotary drilling methods, in particular with a drilling auger, and preferably have boring diameters between 0.2 m and 2 m.

Eine besonders gute Auflockerung wird nach einer Verfahrensvariante der Erfindung dadurch erzielt, dass die Bohrungen berührend oder überlappend angeordnet sind. Somit ist der gesamte Bereich entlang des Gründungsrohres durch Bohrungen aufgelockert. Das Gründungsrohr kann somit mit relativ geringen Kräften in den Bodenbereich eingetrieben werden.A particularly good loosening is achieved by a method variant of the invention, characterized in that the bores are arranged touching or overlapping. Thus, the entire area along the foundation pipe is loosened by drilling. The foundation pipe can thus be driven into the ground area with relatively little force.

Alternativ kann es nach der Erfindung vorgesehen sein, dass benachbarte Bohrungen mit einem Abstand zueinander erstellt werden, wobei ein Bodensegment zwischen den benachbarten Bohrungen verbleibt. In dem Bereich der verbliebenen Bodensegmente zwischen den benachbarten Bohrungen kann eine erhöhte Wandreibung zwischen dem Bodensegment mit dem unveränderten anstehenden Boden und der Wandung des Gründungsrohres erreicht werden. Der Abstand der Bohrungen zueinander und somit die Erstreckung der Bodensegmente in Umfangsrichtung des Gründungsrohres kann abhängig von der Festigkeit des Bodens ausgewählt und eingestellt werden.Alternatively, it may be provided according to the invention that adjacent holes are created with a distance from each other, with a ground segment remaining between the adjacent holes. In the area of the remaining floor segments between the adjacent boreholes, increased wall friction between the floor segment and the unchanged adjacent floor and the wall of the foundation pipe can be achieved. The distance between the holes to each other and thus the extension of the ground segments in the circumferential direction of the foundation pipe can be selected and adjusted depending on the strength of the soil.

Eine weitere Beeinflussung der Einrammkräfte und der Tragfähigkeit der Gründung kann nach einer Weiterbildung des erfindungsgemäßen Verfahrens dadurch erzielt werden, dass mindestens eine Bohrung bis zu einer Bohrtiefe abgeteuft wird, welche kleiner oder gleich der Einrammtiefe des Gründungsrohres ist. Beispielsweise kann die eine oder die mehreren Bohrungen etwa nur zur Hälfte der vorgesehenen Einrammtiefe des Gründungsrohres abgeteuft werden. Somit lässt sich das Gründungsrohr in der ersten Hälfte mit verminderten Kräften in den Boden einbringen, was eine gute Führung und Justierung des Gründungsrohres fördert. In der zweiten Hälfte des Einrammens wird das Gründungsrohr dann in den unveränderten anstehenden Boden eingebracht, so dass in dieser Hälfte sich erhöhte Reibungskräfte und damit eine erhöhte Tragfähigkeit ergeben.Further influencing the Einrammkräfte and the sustainability of the foundation can be achieved by a development of the method according to the invention be that at least one hole is sunk to a drilling depth which is less than or equal to the Einrammtiefe the foundation pipe. For example, the one or more holes can be sunk approximately only half of the intended Einrammtiefe the foundation pipe. Thus, the foundation pipe can be brought into the ground with reduced forces in the first half, which promotes good guidance and adjustment of the foundation pipe. In the second half of the ramming the foundation pipe is then introduced into the unchanged pending ground, so that in this half increased friction forces and thus increased load capacity result.

Weiterhin ist es nach einer Ausführungsform der Erfindung bevorzugt, dass das Gründungsrohr in den Boden mittels einer Rammvorrichtung eingetrieben wird, welche als ein schlagender Rammhammer oder ein oszillierender Rüttler ausgebildet ist. Dabei können mit einem schlagenden Rammhammer, insbesondere einem Dieselhammer, große Rammkräfte als Schlagimpulse aufgebracht werden. Eine lärmärmere Einbringungsvariante besteht darin, das Gründungsrohr mit einem oszillierenden Rüttler, insbesondere einem Vibrationsbär mit rotierenden Unwuchten, in den Boden einzutreiben. Rammen im Sinne der Erfindung ist also ein Verfahren, bei welchem im Wesentlichen ohne Abtragung von Bodenmaterial das Gründungsrohr durch Kraftaufbringung in den Boden eingetrieben wird.Furthermore, according to one embodiment of the invention, it is preferred that the foundation pipe is driven into the ground by means of a piling device, which is designed as a hammering pile driver or an oscillating vibrator. It can be applied as impact pulses with a beating hammer, in particular a diesel hammer, large ramming forces. A lower-noise introduction variant is to drive the foundation tube into the ground with an oscillating vibrator, in particular a vibratory bear with rotating imbalances. Ramming within the meaning of the invention is thus a method in which substantially without ablation of soil material, the foundation pipe is driven by force application in the ground.

Das Verfahren ist grundsätzlich an Land durchführbar. Eine besonders vorteilhafte Variante des erfindungsgemäßen Verfahrens besteht darin, dass das Gründungsrohr zum Bilden einer Unterwassergründung in den Boden eines Gewässers eingetrieben wird. Das Verfahren ist insbesondere zur Gründung von Offshore-Windanlagen mit Gründungsrohren mit Durchmessern von mehreren Metern vorteilhaft. Die Gründungen können aber nicht nur in einem Meeresgrund sondern auch an einem Seegrund oder in einem Flussgrund ausgebildet werden.The procedure is basically feasible on land. A particularly advantageous variant of the method according to the invention is that the foundation pipe is driven into the bottom of a body of water to form an underwater foundation. The method is particularly advantageous for the establishment of offshore wind turbines with foundation pipes with diameters of several meters. The foundations can be formed not only in a seabed but also on a lake bottom or in a river bottom.

Gemäß einer anderen Weiterbildung der Erfindung ist es bevorzugt, dass das Bohrwerkzeug drehend von einer Bohrvorrichtung angetrieben wird, welche entlang des Umfangs des einzubringenden Krümmungsrohres auf einer Arbeitsplattform verstellbar ist. Die Arbeitsplattform kann dabei insbesondere ein Ponton oder ein sogenanntes Template sein, welches auf den Gewässergrund absenkbar und darauf justierbar ist. Bei der Ausbildung der Arbeitsplattform als ein schwimmendes Ponton kann die Bohrvorrichtung ein herkömmliches Bohrgerät auf einem verfahrbaren Unterwagen sein. Die Bohrvorrichtung ist also selbsttätig verfahrbar und kann zu verschiedenen Bohrpositionen an unterschiedlichen Stellen der Arbeitsplattform verfahren werden. Alternativ kann das Bohrwerkzeug auch durch eine sogenannte fliegende Bohrvorrichtung angetrieben werden, welche mittels einer Seilaufhängung und einem Kran zu den einzelnen Bohrpositionen bewegt und dort an entsprechenden Halterungen befestigt und justiert wird. Eine derartige Bohrvorrichtung ist auch für ein Unterwasserbohren geeignet. Weiterhin kann die Bohrvorrichtung an einer Verstellvorrichtung entlang des Umfangs des Gründungsrohres an der Arbeitsplattform gelagert sein, so dass die Bohrvorrichtung etwa durch einen Stellmotor entlang einer Führungsbahn verfahrbar ist.According to another embodiment of the invention, it is preferred that the drilling tool is rotationally driven by a drilling device which is adjustable along the circumference of the curvature tube to be introduced on a working platform. The work platform can be in particular a pontoon or a so-called template, which can be lowered onto the riverbed and adjusted thereon. When forming the working platform as a floating pontoon, the Drilling device to be a conventional drill on a traveling undercarriage. The drilling device is thus automatically moved and can be moved to different drilling positions at different points of the work platform. Alternatively, the drilling tool can also be driven by a so-called flying drilling device, which is moved by means of a cable suspension and a crane to the individual drilling positions and fastened and adjusted there to corresponding brackets. Such a drilling device is also suitable for underwater drilling. Furthermore, the drilling device can be mounted on an adjusting device along the circumference of the foundation tube on the work platform, so that the drilling device can be moved for example by a servomotor along a guideway.

Eine bevorzugte Weiterbildung der Erfindung besteht darin, dass die Arbeitsplattform an der Oberfläche des Gewässers schwimmt oder auf den Boden des Gewässers abgesenkt wird. Grundsätzlich kann die Arbeitsplattform sowohl schwimmfähig als auch absenkbar sein.A preferred embodiment of the invention is that the working platform floats on the surface of the water or is lowered to the bottom of the water. Basically, the work platform can be both buoyant and lowerable.

Gemäß einer Ausführungsvariante der Erfindung ist es vorteilhaft, dass an der Arbeitsplattform mindestens eine ringförmige Bohrführung vorgesehen ist, welche entsprechend den Positionen der einzubringenden Bohrungen Führungseinrichtungen für das Bohrwerkzeug aufweist. Die ringförmige Bohrführung ist eine Bohrlehre, welche eine Vielzahl von Führungseinrichtungen zum axialen Führen des Bohrwerkzeuges an den gewünschten Positionen aufweist. Die Führungseinrichtungen können insbesondere Führungshülsen sein, deren Innendurchmesser passend zu den Außendurchmessern der Bohrwerkzeuge dimensioniert sind. Vorzugsweise sind zwei Bohrführungen an der Arbeitsplattform vorgesehen, nämlich eine erste obere Bohrführung und eine zweite untere Bohrführung. Die untere Bohrführung kann vorzugsweise von der Arbeitsplattform abgesenkt werden, insbesondere bis diese auf dem Gewässergrund aufliegt. Mit dieser Bohrführung kann ein besonders exaktes Niederbringen der einzelnen Bohrungen erfolgen. Vorzugsweise sind die Bohrungen ringförmig so angeordnet, dass die Wand des Gründungsrohres etwa mittig durch die ringförmig angeordneten Bohrungen mit dem gelockerten Bodenmaterial durchläuft.According to one embodiment of the invention, it is advantageous that at least one annular drilling guide is provided on the working platform, which has guide means for the drilling tool according to the positions of the bores to be introduced. The annular drilling guide is a drilling jig having a plurality of guide means for axially guiding the drilling tool at the desired positions. The guide means may in particular be guide sleeves whose inner diameter is dimensioned to match the outer diameters of the drilling tools. Preferably, two drill guides are provided on the work platform, namely a first upper drill guide and a second lower drill guide. The lower drill guide can preferably be lowered from the work platform, in particular until it rests on the bottom of the water. With this drill guide can be done a particularly accurate sinking of the individual holes. Preferably, the holes are arranged annularly so that the wall of the foundation tube passes approximately centrally through the annularly arranged holes with the loosened soil material.

Die erfindungsgemäße Gründung ist dadurch gekennzeichnet, dass in dem Boden im Umfangsbereich des Gründungsrohres vor dem Einrammen mindestens eine Bohrung eingebracht ist, deren Bohrungsdurchmesser wesentlich kleiner als ein Durchmesser des Gründungsrohres ist, und dass die mindestens eine Bohrung mit Bodenmaterial verfüllt ist, welches beim Erstellen der Bohrung anfällt. Der Bohrungsdurchmesser ist dabei größer als die Wand des Gründungsrohres und beträgt üblicherweise zwischen 5% bis 30% des Durchmessers des einzubringenden Gründungsrohres.The foundation according to the invention is characterized in that in the bottom in the peripheral region of the foundation tube prior to ramming at least one bore is introduced, the bore diameter is substantially smaller than a diameter of the foundation tube, and that the at least one bore is filled with soil material, which is obtained when creating the bore. The bore diameter is larger than the wall of the foundation pipe and is usually between 5% to 30% of the diameter of the foundation pipe to be introduced.

Mit der erfindungsgemäßen Gründung ergeben sich die zuvor beschriebenen Vorteile hinsichtlich des effizienteren und kostengünstigeren Herstellens sowie der Tragfähigkeit.With the foundation according to the invention, the advantages described above with regard to the more efficient and cost-effective production and the carrying capacity result.

Gemäß der Erfindung ist die Vorrichtung zum Erstellen einer Gründung dadurch gekennzeichnet, dass auf der Arbeitsplattform eine Bohrvorrichtung mit Bohrwerkzeug vorgesehen ist, dessen Bohrdurchmesser wesentlich kleiner als ein Durchmesser des einzubringenden Gründungsrohres ist und dass die Bohrvorrichtung entlang des Umfangsbereichs des einzurammenden Gründungsrohres verstellbar ist. Mit dieser erfindungsgemäßen Vorrichtung kann insbesondere das zuvor beschriebene erfindungsgemäße Verfahren durchgeführt werden. Es ergeben sich hierbei die zuvor beschriebenen Vorteile.According to the invention, the device for establishing a foundation is characterized in that a drilling device with a drilling tool is provided on the working platform, whose bore diameter is substantially smaller than a diameter of the foundation pipe to be introduced and that the drilling device is adjustable along the peripheral region of the foundation pipe to be excavated. With this device according to the invention, in particular, the method according to the invention described above can be carried out. This results in the advantages described above.

Eine bevorzugte Ausführungsform der Erfindung ergibt sich dadurch, dass die Arbeitsplattform zum Bilden einer Unterwassergründung schwimmend und/oder absenkbar ausgebildet ist. Die Vorrichtung kann somit insbesondere für maritime Einsatzzwecke verwendet werden, insbesondere zum Erstellen einer Gründung für Offshore-Windanlagen oder andere Offshore-Anwendungen.A preferred embodiment of the invention results from the fact that the working platform for forming an underwater foundation is designed to be floating and / or lowerable. The device can thus be used in particular for maritime purposes, in particular for creating a foundation for offshore wind farms or other offshore applications.

Die Erfindung wird weiter nachfolgend anhand von bevorzugten Ausführungsbeispielen weiter beschrieben, welche schematisch in den Zeichnungen dargestellt sind. In den Zeichnungen zeigen:

  • Figur 1 eine schematische perspektivische Ansicht einer erfindungsgemäßen Vorrichtung beim Stellen einer Gründung nach der Erfindung; und
  • Figur 2 eine schematische Draufsicht auf eine gemäß der Erfindung eingebrachtes Gründungsrohr.
The invention will be further described below with reference to preferred embodiments, which are shown schematically in the drawings. In the drawings show:
  • FIG. 1 a schematic perspective view of a device according to the invention in placing a foundation according to the invention; and
  • FIG. 2 a schematic plan view of a introduced according to the invention foundation tube.

Gemäß Figur 1 ist das Erstellen einer Gründung in einem Boden 3 eines Gewässers 4 dargestellt. Eine erfindungsgemäße Vorrichtung 10 mit einer schwimmfähigen Arbeitsplattform 12 wird zunächst an der gewünschten Position an einer Oberfläche 6 des Gewässers 4 positioniert. Anschließend werden in grundsätzlich bekannter Weise vier Stützen 18 an der Arbeitsplattform 12 abgesenkt, wobei die Stützen 18 im Boden 3 des Gewässers 4 verankert werden. Die Arbeitsplattform 12 kann dann angehoben werden. Die Vorrichtung 10 dient zum Einbringen eines Gründungsrohres 1, welches insbesondere als eine Gründung für eine off-shore-Windenergieanlage dient. Derartige Gründungsrohre 1 weisen einen Durchmesser von mehreren Metern, insbesondere zwischen 5 bis 10 Metern auf.According to FIG. 1 the creation of a foundation in a bottom 3 of a body of water 4 is shown. A device 10 according to the invention with a buoyant working platform 12 is first positioned at the desired position on a surface 6 of the body of water 4. Subsequently, four supports 18 are lowered on the working platform 12 in a basically known manner, wherein the supports 18 are anchored in the bottom 3 of the body of water 4. The work platform 12 can then be raised. The device 10 is used for introducing a foundation pipe 1, which serves in particular as a foundation for an off-shore wind turbine. Such foundation pipes 1 have a diameter of several meters, in particular between 5 to 10 meters.

Vor einem vertikalen Eintreiben oder Einrammen des Gründungsrohres 1 in den Boden 3 wird der Boden 3 ringförmig im Bereich der Wand des Gründungsrohres 1 durch drehendes Einbringen von Bohrungen 5 gelockert. Die Bohrungen 5 werden dabei mittels einer Bohrvorrichtung 20 erstellt, durch welche ein vorzugsweise als Bohrschnecke ausgebildetes Bohrwerkzeug 22 an den gewünschten Positionen in den Boden 3 eingebracht wird.Before a vertical driving or ramming of the foundation pipe 1 in the bottom 3, the bottom 3 is loosened annularly in the region of the wall of the foundation pipe 1 by rotating bores 5 introduced. The holes 5 are created by means of a drilling device 20 through which a preferably designed as a drilling screw drilling tool 22 is introduced at the desired positions in the bottom 3.

Im dargestellten Ausführungsbeispiel ist die Bohrvorrichtung 20 ein herkömmliches mobiles Bohrgerät mit einem verfahrbaren Unterwagen und einem darauf verstellbar, insbesondere drehbar angeordneten Oberwagen mit Mast, entlang welchem ein Bohrantrieb zum drehenden Antreiben des Bohrwerkzeuges 22 vertikal verstellbar gelagert ist. Die Bohrvorrichtung 20 kann entlang einer ebenen Arbeitsfläche 13 auf der Arbeitsplattform 12 zu gewünschten Arbeitspositionen verfahren werden. Auf der ebenen Arbeitsfläche 13 ist ein weiteres verfahrbares Zusatzgerät 40 dargestellt. Dieses kann zur Handhabung des Gründungsrohres 1 oder des Bohrwerkzeuges 22 eingesetzt werden. Alternativ kann als Zusatzgerät 40 auch ein weiteres Bohrgerät vorgesehen werden, so dass grundsätzlich die Bohrarbeiten doppelt so schnell durchgeführt werden könnten.In the illustrated embodiment, the drilling device 20 is a conventional mobile drill with a movable undercarriage and an adjustable, in particular rotatably mounted superstructure with mast, along which a drill drive for the rotational driving of the drilling tool 22 is mounted vertically adjustable. The drilling device 20 can be moved along a flat work surface 13 on the work platform 12 to desired working positions. On the flat work surface 13, a further movable accessory 40 is shown. This can be used to handle the foundation tube 1 or the drilling tool 22. Alternatively, as an additional device 40, a further drill can be provided, so that in principle the drilling could be performed twice as fast.

Für ein exaktes Niederbringen der Bohrungen 5, welche schematisch in Figur 2 dargestellt sind, ist entlang eines vertikalen Arbeitsdurchganges an der Arbeitsplattform 12 eine obere Bohrführung 14 zum Führen des Bohrwerkzeuges 22 im oberen Bereich angeordnet. Die Bohrführungen 14, 15 sind vorzugsweise als ringförmige Bohrschablonen ausgebildet. Innerhalb dieser oberen Bohrführung 14 kann die nur schematisch angedeutete Rammvorrichtung 30 zum Einrammen des Gründungsrohres 1 angeordnet sein. Für ein besonders genaues Führen ist eine untere Bohrführung 15 mit rohrförmigen Führungseinrichtungen 16 angeordnet. Die ringförmige untere Bohrführung 15 kann mittels Hubseilen 17 von der Arbeitsplattform 12 bis auf den Grund des Gewässers 4 abgesenkt werden.For an exact bottoming of the holes 5, which schematically in FIG. 2 are shown, along a vertical working passage on the working platform 12, an upper drill guide 14 for guiding the drilling tool 22 is arranged in the upper region. The drilling guides 14, 15 are preferably designed as annular drilling templates. Within this upper bore guide 14, the only schematically indicated ramming device 30 may be arranged for driving the foundation pipe 1. For a particularly accurate guiding a lower drilling guide 15 is arranged with tubular guide means 16. The annular lower bore guide 15 can be lowered by means of hoisting ropes 17 from the working platform 12 to the bottom of the water body 4.

Alternativ kann die Rammvorrichtung 30 auch auf einer separaten zweiten Arbeitsplattform angeordnet sein. In diesem Fall wird die erste Arbeitsplattform 12 mit der Bohrvorrichtung 20 nach dem Erstellen der Bohrungen 5 entfernt und durch die zweite Arbeitsplattform mit dem Gründungsrohr 1 und der Rammvorrichtung 30 ersetzt. Nach entsprechender Positionierung wird das Gründungsrohr 1 dann im Bereich der Bohrungen 5 in den Boden 3 eingerammt.Alternatively, the piling device 30 may also be arranged on a separate second working platform. In this case, the first working platform 12 is removed with the drilling device 20 after creating the holes 5 and replaced by the second working platform with the foundation pipe 1 and the piling device 30. After appropriate positioning the foundation tube 1 is then driven in the area of the holes 5 in the bottom 3.

Auf diese Weise können eine Vielzahl von Bohrungen 5 ringförmig entlang eines Umfangs des einzurammenden Gründungsrohres 1 zur Auflockerung des Bodens 3 vorgesehen werden. Die ringförmige Anordnung der Bohrungen 5 ist schematisch in Figur 2 dargestellt. Gemäß dem gezeigten Ausführungsbeispiel sind in den Boden 3 acht Bohrungen 5 niedergebracht. Die Bohrungen 5 sind ringförmig entlang des Umfangs des einzubringenden Gründungsrohres 1 angeordnet, so dass eine Wand des Gründungsrohres 1 die Bohrungen 5 jeweils etwa mittig durchläuft. Die Bohrungen 5 werden so erstellt, dass das beim Bohren abgetragene Bodenmaterial im Wesentlichen in der Bohrung 5 verbleibt. Insbesondere bei hartem Boden wird durch die Bohrungen 5 eine merkliche Auflockerung des Bodens 3 erreicht. Dies erlaubt, nachfolgend das Gründungsrohr 1 mit geringeren Kräften in den Boden 3 einzutreiben oder einzurammen.In this way, a plurality of bores 5 can be provided annularly along a circumference of the foundation pipe 1 to be excavated for loosening the bottom 3. The annular arrangement of the holes 5 is shown schematically in FIG FIG. 2 shown. According to the embodiment shown eight holes 5 are drilled in the bottom. The bores 5 are arranged annularly along the circumference of the foundation pipe 1 to be introduced, so that a wall of the foundation pipe 1 passes through the bores 5 approximately in the center. The holes 5 are created so that the removed during drilling soil material remains essentially in the bore 5. Especially with hard soil is achieved by the holes 5 a noticeable loosening of the bottom 3. This allows subsequently to drive in or ground the foundation pipe 1 with lower forces into the ground 3.

Grundsätzlich können die Bohrungen 5 sich berührend oder überlappend in ringförmiger Anordnung erzeugt werden. Im dargestellten Ausführungsbeispiel gemäß Figur 2 sind die Bohrungen 5 beabstandet zueinander ausgebildet, wobei ein Bodensegment 7 mit nicht aufgelockertem Bodenmaterial zwischen den Bohrungen 5 mit gelockertem Bodenmaterial verbleibt.In principle, the bores 5 can be produced touching or overlapping in an annular arrangement. In the illustrated embodiment according to FIG. 2 the bores 5 are spaced apart from each other, wherein a bottom segment 7 remains with loosened soil material between the holes 5 with loosened soil material.

Claims (13)

  1. Method to construct a foundation where a foundation pipe (1) is driven into a soil (3),
    characterised in
    that before the driving-in at least one bore (5) is executed into the soil in the perimeter area of the foundation pipe (1) to be installed using a drilling tool (22), the diameter of which is significantly smaller than a diameter of the foundation pipe (1) and
    that the spoil excavated during drilling remains to a large extent in the bore (5).
  2. Method according to claim 1,
    characterised in
    that several bores (5) are executed which are arranged in the soil (3) in circular form along the perimeter area of the foundation pipe (1) to be installed.
  3. Method according to claim 2,
    characterised in
    that the bores (5) are arranged in such a way that they touch each other or overlap.
  4. Method according to claim 2,
    characterised in
    that neighbouring bores (5) are executed with a distance from each other whereupon a soil segment (7) between the neighbouring bores (5) remains.
  5. Method according to one of the claims 1 to 4,
    characterised in
    that the at least one bore (5) is deepened to a drill depth which is less than or is the same as the driving depth of the foundation pipe (1).
  6. Method according to one of the claims 1 to 5,
    characterised in
    that the foundation pipe (1) is driven in the soil (3) using a driving equipment (30) which is provided either a percussive drive hammer or an oscillating vibrator.
  7. Method according to one of the claims 1 to 6,
    characterised in
    that the foundation pipe (1) is driven into the soil (3) of a body of water to construct an underwater foundation.
  8. Method according to claim 7,
    characterised in
    that the drilling tool (22) is driven rotationally by a drilling apparatus (20) which can be moved on the work platform (12) along the perimeter of the foundation pipe (1) to be installed.
  9. Method according claim 8,
    characterised in
    that the work platform (12) floats on the water surface (4) or is lowered to the bottom of the body of water.
  10. Method according to one of the claims 8 or 9,
    characterised in
    that there is provided at least one circular drill guide (14, 15) at the work platform (12) which has guidance devices (16) for the drilling tool (22) in accordance with the locations of the bores (5) to be installed.
  11. Foundation with a foundation pipe (1) which is driven into a soil (3) according to a method according to one of the claims 1 to 10,
    characterised in
    that at least one bore (5) is installed in the soil in the perimeter area of the foundation pipe (1) before driving in, the diameter of that bore is significantly smaller than a diameter of the foundation pipe (1) and
    that at least one bore (5) is filled with soil material generated during constructing the bore (5).
  12. Apparatus to construct a foundation with a foundation pipe (1) in the soil (3) to carry out a method according to one of the claims 1 to 10 with a work platform (12) including a driving equipment (30) to drive the foundation pipe (1) into the soil,
    characterised in
    that there is provided a drilling apparatus (20) with drilling tool (22) on the work platform (12), the drill diameter of which is significantly smaller than a diameter of the pipe (1) to be installed, and
    that the drilling apparatus (20) can be moved along a perimeter area of the foundation pipe (1) to be driven in.
  13. Method according to claim 12,
    characterised in
    that the work platform (12) to install an underwater foundation is constructed in such a way that it can float and/or that it can be lowered.
EP14198520.0A 2014-12-17 2014-12-17 Method and device for erecting a foundation and foundation Active EP3034702B1 (en)

Priority Applications (6)

Application Number Priority Date Filing Date Title
DK14198520.0T DK3034702T3 (en) 2014-12-17 2014-12-17 PROCEDURE AND APPARATUS FOR THE CONSTRUCTION OF A FOUNDATION AND FOUNDATION
EP14198520.0A EP3034702B1 (en) 2014-12-17 2014-12-17 Method and device for erecting a foundation and foundation
US15/510,934 US20170275843A1 (en) 2014-12-17 2015-10-27 Method and device to create a foundation as well as a foundation
PCT/EP2015/074801 WO2016096208A1 (en) 2014-12-17 2015-10-27 Method and device for constructing a foundation, and foundation
AU2015365890A AU2015365890A1 (en) 2014-12-17 2015-10-27 Method and device for constructing a foundation, and foundation
KR1020177015518A KR102511528B1 (en) 2014-12-17 2015-10-27 Metfhod and device to create a foundation as well as a foundation

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP14198520.0A EP3034702B1 (en) 2014-12-17 2014-12-17 Method and device for erecting a foundation and foundation

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EP3034702A1 EP3034702A1 (en) 2016-06-22
EP3034702B1 true EP3034702B1 (en) 2017-02-01

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EP (1) EP3034702B1 (en)
KR (1) KR102511528B1 (en)
AU (1) AU2015365890A1 (en)
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WO (1) WO2016096208A1 (en)

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CN107299632A (en) * 2017-05-25 2017-10-27 中国电建集团华东勘测设计研究院有限公司 Marine rock drilling strike-on type large diameter pile structure and construction method

Family Cites Families (6)

* Cited by examiner, † Cited by third party
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US1665796A (en) * 1923-11-05 1928-04-10 George B Sipe Method of providing and placing piers
CH622305A5 (en) 1977-09-27 1981-03-31 Fietz & Leuthold Ag Quiet method of placing steel piles and use of this method
FI64919B (en) * 1982-06-15 1983-10-31 Waertsilae Oy Ab FLYTANDE BORRNINGSPLATTFORM
DE10155105C1 (en) * 2001-11-09 2003-04-10 Bauer Maschinen Gmbh Earth drill with pipe line installer has frame supporting hollow drill shaft with flushing pipes
KR20090115702A (en) * 2009-10-15 2009-11-05 태성산업개발(주) Ground excavating method of concrete file construction
DE102011111036A1 (en) 2011-08-19 2013-02-21 Werner Möbius Engineering GmbH Method for introducing foundation pipe into seabed during establishment of offshore wind power plant, involves loosening soil using drilling tool with drill rod in foundation pipe through operation of vibrator

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* Cited by examiner, † Cited by third party
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AU2015365890A1 (en) 2017-04-20
KR20170100498A (en) 2017-09-04
KR102511528B1 (en) 2023-03-17
EP3034702A1 (en) 2016-06-22
US20170275843A1 (en) 2017-09-28
WO2016096208A1 (en) 2016-06-23
DK3034702T3 (en) 2017-04-24

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